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This document discusses finite-element modeling of partially prestressed concrete beams with unbonded tendons under monotonic loadings. It presents a 3D nonlinear finite-element analysis of such beams using ANSYS software. The developed model accurately predicts beam behavior, including cracking evolution, steel yielding, tendon stress increments, and full load-deflection response, showing good agreement with experimental data.

Author

sanjusamson

Language

EN